Town Center L3B3-LR020603Giles Engineering Associates, Inc.
GEOTECHNICAL, ENVIRONMENTAL AND CONSTRUCTION MATERIALS CONSULTANTS
10722 North Stemmons Freeway / Callas, TX 75220 / 2'14-358-5885 / FAX: 2'~4-358-5884
CLIENT: Mycon General Contractor
208 E. Louisiana St.
McKinney, TX
DATE: June 03, 2002
Report of Concrete Compression Test
PROJECT: First American Bank
Denton Tap Rd. & Town Center Dr.
Coppell, TX
PROJECT NO.: 4M- 0201003-C-16
FIELD TEST DATA
LOCATION OF PLACEMENT: driveway along front of bank.
DATE CAST: 5/2/02 SUPPLIER:
WEATHER: rain TICKET NO.:
TIME: 7:35 am MIX NO.:
NO. OF CYLINDERS: 4 CEMENT:
SLUMP: 5 inches FLY ASH:
AIR CONTENT: 4 % WATER:
UNIT WEIGHT: * FINE AGGREGATE: *
TEMPERATURE CONCRETE: 72 F COARSE AGGREGATE: *
AMBIENT AIR: 62 F #2 COARSE AGGREGATE: *
WATER ADDED ON SITE: 0 gallons ADMIXTURE: *
BATCH TIME: 7:50 am FIELD DATA SUBMITTED BY:
IX ] CYLINDER MADE BY GILES [ ]
3132126
546
K.Houston
CYLINDER MADE BY OTHER
CYLINDER DELIVERED TO LAB
[X] CYLINDER PICKED UP BY GILES [ ]
LAB NUMBER: C-002888 DATE RECEIVED: 5/3/02
CYL TY~PE OF `AGE - ~-E-~ ~0'~AL LOAC Di,~MET~R CYL.!_~D~A ,AREA -F:R,ACTuR~ icoMF;~'CSSl~E SYF~ENGTH;
ID CURING (days) DATE . (~lb-f) --(kN~)__] (in) (sq. in.) l(sq. cra) & CAPPINGI (psi) I (MPa)
A iF/6L 7 5/9/02 148420 660 6.000 28.27 182.4 D & N 5249 36.2
B 1F/27L 28 5/30/02 188673 839 6.000 28.27 182.4 D & N 6673 46.0
C 1F/27L 28 5/30/02 180190 802 6.000 28.27 182.4 D & N 6373 43.9
D 1 F/-- L HOLD
REMARKS:
A \x
CONICAL
§~ECi~FTi~-D COMPREssiVE STRENGT~ A'I: 2~DAYS 4~00 27.6
COMPLY WITH SPECIFICATION I * INFORMATION NOT SUPPLIED
TEST
RESULTS
1) Laboratory ASTM test methods used: C 39, C 617, C 511.
2) Field ASTM test methods used: C 31, C 173 or 231, C 138, C 143, C 172, C 1064.
3) moist cure
4)
B CX
CONICAL CONICAL AND
AND SPLtT SHEAR
/ E FRACTURE CAPPING METHODS
TYPES N = neoprene pads
; S = sulfur capping compound
, P = 9ypsum capping compound
~I-IEAF( COLU-MN~R -- --
Randall B Harvey,ET, /